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DATE DRILLED 06/20/95 LOGGED By TOM LUTTERMAN REVIEWED BY JEANNE NOMSEY CE NO. 47A10 <br /> DRILLING COMPANY SPECTRUM EXPLORAMN DRILLER DOUG SHEARER METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER IT IN DEPTH DRILLED 36 FT DEPTH TO WATER : INITIAL 25 FT STATIC 21 FT <br /> CASING TYPE PVC DIAMETER 4 IN SCHEDULE AD INTERVAL 0 FT TO 16 FT <br /> 4 IN SLOT SIZE 0.010 IN INTERVAL 16 FT TO 36 FT <br /> SCREEN TYPE PVC DIAMETER <br /> FILTER PACK TYPE RML IONESTAR 12/12 SIUCA SAND INTERVAL 14 FT TO 36 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER 9ENTONITE INTERVAL 0 FT TO IA FT <br /> COMMENTS: FLAME IONIZATION DETECTION METER (FID) BACKGROUND READINGS - 0-4 ppm PAGE OF <br /> WELL DEPTH FID A MF=l US-C. DESCRIPTION <br /> DETAIL FT. BLOWCOUNT LOG <br /> 0'-0.3' ASPHALT <br /> 2 <br /> O.3'—J& SILTY SAND (SM); >60%. F—M, SA—SR, POORLY GRADED <br /> 4 9.5' SAND; LOOSE: <AD% FINES: MOD YLLW BRN; DRY; WEAK <br /> CEMENTATION; HOMOGENEOUS <br /> 3 SM <br /> _ 3 A <br /> 6 3 <br /> 5 §,Q-11.0' POORLY GRADED SAND (SP); >9S%, F—M, SA—SR; LOOSE; <br /> 9.5' 14.5' <5% FINES; MOD YLLW BRN; DRY; WEAK CEMENTATION; <br /> HOMOGENEOUS <br /> 10 3 SP <br /> 6 <br /> r <br /> = 12 <br /> 11.0•-16.0' POORLY GRADED SAND WITH SILT (SP-SM); >901. F. SA-SR; <br /> _ 14.5' 19.5' MEDIUM DENSIT; <10% FINES; MOO YLLW BRN; MOIST; <br /> 14WEAK CEMENTATION; HOMOGENEOUS <br /> e <br /> 3 9 SP=5L1 <br /> 6 17 <br /> 18 16.0•-21.0• ELASTIC SILT WITH SAND (MH); 15%, F-M, SA-SR, POORLY <br /> 19.5'. 24.5' GRADED SAND: 85% FINES; MOD YLLW BRN; MOIST; WEAK <br /> 3 CEMENTATION; HOMOGENEOUS <br /> 20 3 7 <br /> 6 MH <br /> 22 21.0•-25.0' POORLY GRADED SAND WITH SILT (SP-SM); >90%, F-M, <br /> 24.5 29.5 SA-SR: LOOSE: <10% FINES: OLIVE GRAY; WET: WEAK <br /> CEMENTATION; HOMOGENEOUS <br /> 24 SP-SM <br /> 2 <br /> 3 2 25.6`-26.0' ELASTIC SILT (MH); <10. F, POORLY GRADED SAND; <br /> 26 7 >90% FINES; OLIVE GRAY; MOIST-WET; WEAK CEMENTATION; <br /> MH HOMOGENEOUS <br /> = 28 <br /> - 26.0,-31.0, SILTY SAND (SM); 709., F-M, SA-SR, POORLY GRADED SAND; <br /> 29.5' 34.5' LOOSE-MEDIUM DENSE; 30% FINES; DRK YLLW BRN; WET; <br /> 30 S e SM WEAK CEMENTATION; HOMOGENEOUS <br /> 7 <br /> _32- <br /> 3 <br /> 2 <br /> 31.0•-36.0' WELL GRADED SAND (SW); >90%. F-M-C, A-SA-SR; <br /> 34.5' LOOSE; <10% FINES; PALE YLLW BRN; WET; WEAK <br /> 34 CEMENTATION; HOMOGENEOUS <br /> = 2 Sw <br /> 3 2 <br /> 36 5 <br /> 38 <br /> RF <br /> ��� _ LOG OF BORING MW-3 <br /> PROJECT NO. 95-136 <br /> TIIYVWE�tY RDw010m WIOo�NM <br />